Investigating the Fatigue Characteristics of Large Stone Asphalt Mixtures Based on the Disturbed State Concept

Table 3

The specific test conditions.

	Frequency (Hz)	Asphalt-aggregate ratios (%)	Loading displacement amplitude (mm)	Aging
Group 1	1	3.38	0.3	Nonaging
	5
	10
Group 2	5	3.38	0.1	Nonaging
			0.2
			0.3
Group 3	10	3.38	0.3	Nonaging
		3.6
		3.9
Group 4	10	3.38	0.3	Nonaging
				Short aging
				Long aging